Bridge Statistics for Bolivar, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 27Number of bridges
- 272ft / 83.0mTotal length
- 236,393Total average daily traffic
- 28,531Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Bolivar
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11940-1949
- 51950-1959
- 141960-1969
- 12000-2009
- 52010-2019
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 51990-1999
- 32000-2009
- 02010-2019
- 12020-2022
- Bridge Condition - Deck
- 10.0%Excellent
- 40.0%Very good
- 25.0%Good
- 15.0%Satisfactory
- 10.0%Poor
- Bridge Condition - Superstructure
- 15.0%Excellent
- 35.0%Very good
- 40.0%Good
- 5.0%Satisfactory
- 5.0%Fair
- Bridge Condition - Substructure
- 25.0%Excellent
- 25.0%Very good
- 30.0%Good
- 10.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Channel
- 7.7%Excellent
- 15.4%Very good
- 30.8%Good
- 46.2%Satisfactory
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Structure Number: 7602987, Location: 1.83 mi. North of SR212 (Lat: 40.667289, Lng: -81.437589), Route carried "on" structure: Interstate 77, Year Built: 2014, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 16,599 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 23,039 (year 2035), Design Load: HL 93, Features Intersected: OVER GRACEMONT ST CR-275
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 51.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7602987, Location: 1.83 mi. North of SR212 (Lat: 40.667289, Lng: -81.437589), Route carried "on" structure: Interstate 77, Year Built: 2014, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 16,599 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 23,039 (year 2035), Design Load: HL 93, Features Intersected: OVER GRACEMONT ST CR-275
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 51.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 760301, Location: 6.10 MI S OF SR 627 (Lat: 40.667219, Lng: -81.436939), Route carried "on" structure: Interstate 77, Year Built: 2013, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 16,599 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 23,039 (year 2035), Design Load: HL 93, Features Intersected: OVER GRACEMONT ST CR-275
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 58.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 760301, Location: 6.10 MI S OF SR 627 (Lat: 40.667219, Lng: -81.436939), Route carried "on" structure: Interstate 77, Year Built: 2013, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 16,599 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 23,039 (year 2035), Design Load: HL 93, Features Intersected: OVER GRACEMONT ST CR-275
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 58.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7603037, Location: 4.18 MI S OF SR 627 (Lat: 40.694639, Lng: -81.431311), Route carried "on" structure: Interstate 77, Year Built: 1968, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 16,599 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 23,039 (year 2035), Design Load: HS 20, Features Intersected: OVER DOWNING RD CR-276
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.524, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 7603037, Location: 4.18 MI S OF SR 627 (Lat: 40.694639, Lng: -81.431311), Route carried "on" structure: Interstate 77, Year Built: 1968, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 16,599 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 23,039 (year 2035), Design Load: HS 20, Features Intersected: OVER DOWNING RD CR-276
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.524, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 7603061, Location: 4.18 MI S OF SR 627 (Lat: 40.694361, Lng: -81.430861), Route carried "on" structure: Interstate 77, Year Built: 1968, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 16,599 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 23,039 (year 2035), Design Load: HS 20, Features Intersected: OVER DOWNING RD CR-276
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.524, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 7603061, Location: 4.18 MI S OF SR 627 (Lat: 40.694361, Lng: -81.430861), Route carried "on" structure: Interstate 77, Year Built: 1968, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 16,599 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 23,039 (year 2035), Design Load: HS 20, Features Intersected: OVER DOWNING RD CR-276
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.524, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 7605919, Location: 0.02 MI E OF RIVERLAND (Lat: 40.654619, Lng: -81.485939), Route carried "on" structure: State highway 212, Year Built: 1954, Year Reconstructed: 2008, Status: Open, Structure Length: 6.88m (22.57ft), Average Daily Traffic: 1,310 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,818 (year 2035), Design Load: HS 25 or greater, Features Intersected: TUSCARAWAS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.513, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7605919, Location: 0.02 MI E OF RIVERLAND (Lat: 40.654619, Lng: -81.485939), Route carried "on" structure: State highway 212, Year Built: 1954, Year Reconstructed: 2008, Status: Open, Structure Length: 6.88m (22.57ft), Average Daily Traffic: 1,310 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,818 (year 2035), Design Load: HS 25 or greater, Features Intersected: TUSCARAWAS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.513, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7630212, Location: 0.6 MI. N. OF TR274 (Lat: 40.681089, Lng: -81.472011), Route carried "on" structure: County highway C0257, Year Built: 1952, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,032 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 1,432 (year 2035), Design Load: H 20, Features Intersected: SHERMAN CREEK, Facility Carried by Structure: BE2318 SHEPLER CHU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.977, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7630212, Location: 0.6 MI. N. OF TR274 (Lat: 40.681089, Lng: -81.472011), Route carried "on" structure: County highway C0257, Year Built: 1952, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,032 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 1,432 (year 2035), Design Load: H 20, Features Intersected: SHERMAN CREEK, Facility Carried by Structure: BE2318 SHEPLER CHU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.977, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7633122, Location: 0.5 MI. W. OF TR256 (Lat: 40.685889, Lng: -81.462250), Route carried "on" structure: County highway C0255, Year Built: 1949, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 466 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 647 (year 2035), Design Load: H 15, Features Intersected: BEAZEL CREEK, Facility Carried by Structure: BE2310 HUDSON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.968, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7633122, Location: 0.5 MI. W. OF TR256 (Lat: 40.685889, Lng: -81.462250), Route carried "on" structure: County highway C0255, Year Built: 1949, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 466 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 647 (year 2035), Design Load: H 15, Features Intersected: BEAZEL CREEK, Facility Carried by Structure: BE2310 HUDSON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.968, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 763313, Location: 0.6 MI. W. OF CR272 (Lat: 40.698369, Lng: -81.443331), Route carried "on" structure: County highway C0276, Year Built: 1957, Year Reconstructed: 2008, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 207 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 287 (year 2035), Design Load: HS 25 or greater, Features Intersected: BRANCH TUSCARAWAS RIVER, Facility Carried by Structure: BE1313 HAUT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.660, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 84.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 763313, Location: 0.6 MI. W. OF CR272 (Lat: 40.698369, Lng: -81.443331), Route carried "on" structure: County highway C0276, Year Built: 1957, Year Reconstructed: 2008, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 207 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 287 (year 2035), Design Load: HS 25 or greater, Features Intersected: BRANCH TUSCARAWAS RIVER, Facility Carried by Structure: BE1313 HAUT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.660, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 84.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7633165, Location: 0.7 MI. N. OF TR300 (Lat: 40.675969, Lng: -81.491661), Route carried "on" structure: County highway T0298, Year Built: 1938, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 351 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 487 (year 2035), Design Load: H 15, Features Intersected: BRANCH TUSCARAWAS RIVER, Facility Carried by Structure: BE2222 RIVERLAND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.591, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7633165, Location: 0.7 MI. N. OF TR300 (Lat: 40.675969, Lng: -81.491661), Route carried "on" structure: County highway T0298, Year Built: 1938, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 351 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 487 (year 2035), Design Load: H 15, Features Intersected: BRANCH TUSCARAWAS RIVER, Facility Carried by Structure: BE2222 RIVERLAND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.591, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7635974, Location: 0.3 MI. S. OF CR275 (Lat: 40.663289, Lng: -81.439361), Route carried "on" structure: County highway C0272, Year Built: 2008, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 2,175 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 3,019 (year 2035), Design Load: HS 25 or greater, Features Intersected: TUSCARAWAS RIVER, Facility Carried by Structure: BE2501 SHERM CHUR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 81.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7635974, Location: 0.3 MI. S. OF CR275 (Lat: 40.663289, Lng: -81.439361), Route carried "on" structure: County highway C0272, Year Built: 2008, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 2,175 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 3,019 (year 2035), Design Load: HS 25 or greater, Features Intersected: TUSCARAWAS RIVER, Facility Carried by Structure: BE2501 SHERM CHUR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 81.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7903758, Location: 1.24 MI. S. OF JCT.SR212 (Lat: 40.628189, Lng: -81.462819), Route carried "on" structure: Interstate 77, Year Built: 1967, Year Reconstructed: 1998, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 16,019 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 22,234 (year 2035), Design Load: HS 20, Features Intersected: TRIB OF TUSCARAWAS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.805, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7903758, Location: 1.24 MI. S. OF JCT.SR212 (Lat: 40.628189, Lng: -81.462819), Route carried "on" structure: Interstate 77, Year Built: 1967, Year Reconstructed: 1998, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 16,019 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 22,234 (year 2035), Design Load: HS 20, Features Intersected: TRIB OF TUSCARAWAS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.805, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7903812, Location: 1.24 MI. S. OF JCT. SR212 (Lat: 40.628000, Lng: -81.462561), Route carried "on" structure: Interstate 77, Year Built: 1967, Year Reconstructed: 1998, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 16,019 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 22,234 (year 2035), Design Load: HS 20, Features Intersected: TRIB OF TUSCARAWAS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.805, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7903812, Location: 1.24 MI. S. OF JCT. SR212 (Lat: 40.628000, Lng: -81.462561), Route carried "on" structure: Interstate 77, Year Built: 1967, Year Reconstructed: 1998, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 16,019 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 22,234 (year 2035), Design Load: HS 20, Features Intersected: TRIB OF TUSCARAWAS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.805, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 790382, Location: 1.10 MI. S. OF JCT. SR212 (Lat: 40.629650, Lng: -81.460850), Route carried "on" structure: County highway C0111, Year Built: 1967, Year Reconstructed: 2012, Status: Open, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 1,072 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 44,469 (year 2035), Design Load: HS 20+Mod, Features Intersected: I 77, Facility Carried by Structure: IR 77
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.428, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.5m (70.5ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 29.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 23.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 790382, Location: 1.10 MI. S. OF JCT. SR212 (Lat: 40.629650, Lng: -81.460850), Route carried "on" structure: County highway C0111, Year Built: 1967, Year Reconstructed: 2012, Status: Open, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 1,072 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 44,469 (year 2035), Design Load: HS 20+Mod, Features Intersected: I 77, Facility Carried by Structure: IR 77
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.428, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.5m (70.5ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 29.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 23.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7903871, Location: 5.71 MI. N. OF JCT. US250 (Lat: 40.643811, Lng: -81.452300), Route carried "on" structure: Interstate 77, Year Built: 1967, Status: Open, Structure Length: 3.74m (12.27ft), Average Daily Traffic: 16,309 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 40,000 (year 2035), Design Load: HS 20, Features Intersected: OVER SR 212
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.800, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 7903871, Location: 5.71 MI. N. OF JCT. US250 (Lat: 40.643811, Lng: -81.452300), Route carried "on" structure: Interstate 77, Year Built: 1967, Status: Open, Structure Length: 3.74m (12.27ft), Average Daily Traffic: 16,309 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 40,000 (year 2035), Design Load: HS 20, Features Intersected: OVER SR 212
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.800, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7903901, Location: 5.71 MI. N. OF JCT. US250 (Lat: 40.643681, Lng: -81.452019), Route carried "on" structure: Interstate 77, Year Built: 1967, Year Reconstructed: 2020, Status: Open, Structure Length: 4.03m (13.22ft), Average Daily Traffic: 16,309 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 40,000 (year 2035), Design Load: HS 20, Features Intersected: OVER SR 212
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.800, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Operating Rating: 94.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 55.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7903901, Location: 5.71 MI. N. OF JCT. US250 (Lat: 40.643681, Lng: -81.452019), Route carried "on" structure: Interstate 77, Year Built: 1967, Year Reconstructed: 2020, Status: Open, Structure Length: 4.03m (13.22ft), Average Daily Traffic: 16,309 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 40,000 (year 2035), Design Load: HS 20, Features Intersected: OVER SR 212
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.800, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Operating Rating: 94.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 55.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7903936, Location: 1.52 MI. N. OF JCT. SR212 (Lat: 40.662789, Lng: -81.438750), Route carried "on" structure: Interstate 77, Year Built: 1968, Year Reconstructed: 1998, Status: Open, Structure Length: 7.27m (23.85ft), Average Daily Traffic: 16,599 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 23,039 (year 2035), Design Load: HS 20+Mod, Features Intersected: TUSCARAWAS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.247, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: July 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7903936, Location: 1.52 MI. N. OF JCT. SR212 (Lat: 40.662789, Lng: -81.438750), Route carried "on" structure: Interstate 77, Year Built: 1968, Year Reconstructed: 1998, Status: Open, Structure Length: 7.27m (23.85ft), Average Daily Traffic: 16,599 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 23,039 (year 2035), Design Load: HS 20+Mod, Features Intersected: TUSCARAWAS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.247, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: July 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 790396, Location: 1.52 MI. N. OF JCT. SR212 (Lat: 40.662669, Lng: -81.438419), Route carried "on" structure: Interstate 77, Year Built: 1968, Year Reconstructed: 1998, Status: Open, Structure Length: 7.27m (23.85ft), Average Daily Traffic: 16,599 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 23,039 (year 2035), Design Load: HS 20+Mod, Features Intersected: TUSCARAWAS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.247, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: July 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 790396, Location: 1.52 MI. N. OF JCT. SR212 (Lat: 40.662669, Lng: -81.438419), Route carried "on" structure: Interstate 77, Year Built: 1968, Year Reconstructed: 1998, Status: Open, Structure Length: 7.27m (23.85ft), Average Daily Traffic: 16,599 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 23,039 (year 2035), Design Load: HS 20+Mod, Features Intersected: TUSCARAWAS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.247, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: July 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7904142, Location: 0.58 MI FROM STARK CO. LN (Lat: 40.653961, Lng: -81.470339), Route carried "on" structure: State highway 212, Year Built: 1954, Year Reconstructed: 1985, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 2,508 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 3,481 (year 2035), Design Load: H 20, Features Intersected: TUSCARAWAS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.655, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 25.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7904142, Location: 0.58 MI FROM STARK CO. LN (Lat: 40.653961, Lng: -81.470339), Route carried "on" structure: State highway 212, Year Built: 1954, Year Reconstructed: 1985, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 2,508 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 3,481 (year 2035), Design Load: H 20, Features Intersected: TUSCARAWAS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.655, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 25.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7904266, Location: 0.18 MI. E. OF JCT. IR77 (Lat: 40.642750, Lng: -81.449111), Route carried "on" structure: State highway 212, Year Built: 1957, Year Reconstructed: 1990, Status: Open, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 10,759 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 14,933 (year 2035), Design Load: HS 20+Mod, Features Intersected: TUSCARAWAS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.617, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2021, Underwater Inspection Date: July 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7904266, Location: 0.18 MI. E. OF JCT. IR77 (Lat: 40.642750, Lng: -81.449111), Route carried "on" structure: State highway 212, Year Built: 1957, Year Reconstructed: 1990, Status: Open, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 10,759 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 14,933 (year 2035), Design Load: HS 20+Mod, Features Intersected: TUSCARAWAS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.617, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2021, Underwater Inspection Date: July 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7933453, Location: 2 MILE W OF BOLIVAR CORP. (Lat: 40.637850, Lng: -81.488289), Route carried "on" structure: County highway C0099, Year Built: 2016, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 581 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 806 (year 2035), Design Load: HS 20+Mod, Features Intersected: BRANCH OF THE TUSCARAWAS, Facility Carried by Structure: LAWRENCE CR 99
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.887, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 90.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 55.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 7933453, Location: 2 MILE W OF BOLIVAR CORP. (Lat: 40.637850, Lng: -81.488289), Route carried "on" structure: County highway C0099, Year Built: 2016, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 581 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 806 (year 2035), Design Load: HS 20+Mod, Features Intersected: BRANCH OF THE TUSCARAWAS, Facility Carried by Structure: LAWRENCE CR 99
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.887, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 90.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 55.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 7602987, Location: 1.83 mi. North of SR212 (Lat: 40.667289, Lng: -81.437589), Route carried "under" structure: County highway 275, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 659 (year 2015), Truck Traffic: 7%, Features Intersected: IR 77, Facility Carried by Structure: IR 77
Minimum Vertical Clearance: 5.83m (19.13ft), Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)
Structure Number: 7602987, Location: 1.83 mi. North of SR212 (Lat: 40.667289, Lng: -81.437589), Route carried "under" structure: County highway 275, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 659 (year 2015), Truck Traffic: 7%, Features Intersected: IR 77, Facility Carried by Structure: IR 77
Minimum Vertical Clearance: 5.83m (19.13ft), Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)
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Structure Number: 760301, Location: 6.10 MI S OF SR 627 (Lat: 40.667219, Lng: -81.436939), Route carried "under" structure: County highway 275, Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 659 (year 2015), Truck Traffic: 7%, Features Intersected: IR 77, Facility Carried by Structure: IR 77
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.240, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
Structure Number: 760301, Location: 6.10 MI S OF SR 627 (Lat: 40.667219, Lng: -81.436939), Route carried "under" structure: County highway 275, Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 659 (year 2015), Truck Traffic: 7%, Features Intersected: IR 77, Facility Carried by Structure: IR 77
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.240, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
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Structure Number: 7603037, Location: 4.18 MI S OF SR 627 (Lat: 40.694639, Lng: -81.431311), Route carried "under" structure: County highway 276, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 207 (year 2015), Truck Traffic: 7%, Features Intersected: IR 77, Facility Carried by Structure: I.R. 77
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 6.502, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.8m (42.0ft)
Structure Number: 7603037, Location: 4.18 MI S OF SR 627 (Lat: 40.694639, Lng: -81.431311), Route carried "under" structure: County highway 276, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 207 (year 2015), Truck Traffic: 7%, Features Intersected: IR 77, Facility Carried by Structure: I.R. 77
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 6.502, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.8m (42.0ft)
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Structure Number: 7603061, Location: 4.18 MI S OF SR 627 (Lat: 40.694361, Lng: -81.430861), Route carried "under" structure: County highway 276, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 207 (year 2015), Truck Traffic: 7%, Features Intersected: IR 77, Facility Carried by Structure: I.R. 77
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 6.518, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.8m (42.0ft)
Structure Number: 7603061, Location: 4.18 MI S OF SR 627 (Lat: 40.694361, Lng: -81.430861), Route carried "under" structure: County highway 276, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 207 (year 2015), Truck Traffic: 7%, Features Intersected: IR 77, Facility Carried by Structure: I.R. 77
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 6.518, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.8m (42.0ft)
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Structure Number: 790382, Location: 1.10 MI. S. OF JCT. SR212 (Lat: 40.629650, Lng: -81.460850), Route carried "under" structure: Interstate 77, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 32,038 (year 2015), Truck Traffic: 12%, Features Intersected: CO RD 111 (SUBWAY)
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 52.030, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.5m (70.5ft)
Structure Number: 790382, Location: 1.10 MI. S. OF JCT. SR212 (Lat: 40.629650, Lng: -81.460850), Route carried "under" structure: Interstate 77, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 32,038 (year 2015), Truck Traffic: 12%, Features Intersected: CO RD 111 (SUBWAY)
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 52.030, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.5m (70.5ft)
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Structure Number: 7903871, Location: 5.71 MI. N. OF JCT. US250 (Lat: 40.643811, Lng: -81.452300), Route carried "under" structure: State highway 212, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 8,956 (year 2015), Truck Traffic: 10%, Features Intersected: I 77, Facility Carried by Structure: IR 77
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 5.327, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.9m (48.9ft)
Structure Number: 7903871, Location: 5.71 MI. N. OF JCT. US250 (Lat: 40.643811, Lng: -81.452300), Route carried "under" structure: State highway 212, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 8,956 (year 2015), Truck Traffic: 10%, Features Intersected: I 77, Facility Carried by Structure: IR 77
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 5.327, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.9m (48.9ft)
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Structure Number: 7903901, Location: 5.71 MI. N. OF JCT. US250 (Lat: 40.643681, Lng: -81.452019), Route carried "under" structure: State highway 212, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 8,956 (year 2015), Truck Traffic: 10%, Features Intersected: I 77, Facility Carried by Structure: IR 77
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 5.359, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.9m (48.9ft)
Structure Number: 7903901, Location: 5.71 MI. N. OF JCT. US250 (Lat: 40.643681, Lng: -81.452019), Route carried "under" structure: State highway 212, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 8,956 (year 2015), Truck Traffic: 10%, Features Intersected: I 77, Facility Carried by Structure: IR 77
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 5.359, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.9m (48.9ft)